Summary for Test 2023-03-01-33-2
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 214663 DEA: 081F7304 EFIS: 0815000034 |
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DIST-CO-RTE-PM | 08-SBD-215-2.7 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | REPLACE CONCRETE BRIDGE, PLACE CONCRETE PCPS GIRDERS AND HMA. |
Location Description | SAN BERNARDINO COUNTY IN COLTON AT WASHINGTON STREET OVERCROSSING |
QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
Sample Taken Date | 03/01/2023 | Sample Unique Key | 33 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 03/02/2023 |
Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Adrian | Last name of sampler or witnessed by | Lopez |
Title of sampler | QC Field Technician | Telephone number of sampler | Unknown |
Laboratory sample identification | Set 1 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 00-0000 |
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 1610838 |
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The truck number from where the sample was collected | Load 1 | The batch plant ticket number from where the sample was collected | 0 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Set 1 |
A detailed description of where the material sample was collected | Bridge Barrier | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2023-03-01-33
DIME Test ID: 2023-03-01-33-2
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-08-08
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Paul Salazar
Date of test: 03/29/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 168070 lb
Maximum load on cylinder 2: 168110 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 5950 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/8/2023 ✔